# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 70 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -17.70 # Trailing edge coordinates (mm): x= 69.01 y= 1.37 # # x(mm) y(mm) 10.68 -3.40 10.99 -3.53 11.50 -3.69 12.00 -3.82 12.51 -3.94 13.01 -4.07 13.52 -4.23 14.02 -4.35 14.53 -4.48 15.03 -4.58 15.54 -4.67 16.04 -4.76 16.55 -4.86 17.05 -4.92 17.56 -5.04 18.06 -5.14 18.56 -5.21 19.07 -5.30 19.57 -5.36 20.08 -5.42 20.58 -5.52 21.09 -5.55 21.59 -5.68 22.10 -5.68 22.60 -5.80 23.11 -5.84 23.61 -5.93 24.12 -5.99 24.62 -6.05 25.13 -6.05 25.63 -6.15 26.14 -6.18 26.64 -6.18 27.14 -6.22 27.65 -6.31 28.15 -6.31 28.66 -6.31 29.16 -6.37 29.67 -6.43 30.17 -6.43 30.68 -6.43 31.18 -6.53 31.69 -6.56 32.19 -6.56 32.69 -6.56 33.20 -6.56 33.70 -6.56 34.21 -6.56 34.72 -6.56 35.22 -6.56 35.72 -6.56 36.23 -6.56 36.73 -6.56 37.24 -6.43 37.74 -6.43 38.25 -6.43 38.75 -6.37 39.26 -6.31 39.76 -6.31 40.27 -6.31 40.77 -6.18 41.27 -6.18 41.78 -6.09 42.28 -6.05 42.79 -5.96 43.30 -5.93 43.80 -5.80 44.30 -5.74 44.81 -5.68 45.31 -5.59 45.82 -5.55 46.32 -5.42 46.83 -5.36 47.33 -5.24 47.84 -5.14 48.34 -5.01 48.85 -4.92 49.35 -4.79 49.85 -4.67 50.36 -4.54 50.86 -4.41 51.37 -4.32 51.87 -4.20 52.38 -4.07 52.88 -3.94 53.39 -3.78 53.89 -3.63 54.40 -3.50 54.90 -3.34 55.41 -3.22 55.91 -3.06 56.42 -2.94 56.92 -2.74 57.43 -2.62 57.93 -2.46 58.43 -2.30 58.94 -2.18 59.44 -1.99 59.63 -1.89